| dc.contributor.author | Elizabeth Nyaboke, MOMANYI | |
| dc.date.accessioned | 2025-12-18T13:43:55Z | |
| dc.date.available | 2025-12-18T13:43:55Z | |
| dc.date.issued | 2025-04-14 | |
| dc.identifier.citation | Elie Katya Muyali, hereby declare that this thesis titled “The Current State and Future Perspective of Urban Water Security in Kinshasa, Democratic Republic of Congo (DRC)” is my original work and that it has not been wholly or in part presented for an award of any degree in any university known to me | en_US |
| dc.identifier.uri | http://repository.pauwes-cop.net/handle/1/507 | |
| dc.description.abstract | Flood events have led to several casualties and widespread suffering among populations
worldwide. The Nyando River Basin has historically been susceptible to perennial floods
during El Niño flood events. This study, therefore, aimed to assess flood risk in the Nyando
River Basin, Kenya, for the 2024 March – April - May El Niño flood event, using an integrated
hydraulic and hydrological approach with the HEC-RAS Rain-on-Grid model. The research
specifically assessed the quality of rainfall products for flood modelling, simulated the 2024
MAM El Niño flood event, calibrated it with satellite data, citizen science contributions and
ground observations and assessed the effectiveness of nature-based solutions measures within
the Nyando River Basin. The Pearson correlation coefficient (R²) for the GPM IMERG-Late
run V07 and CHIRPS was determined. The HEC-RAS Rain-On-Grid model was configured to
simulate the 2024 MAM El Niño flood event. Finally, Nature-Based Solutions were simulated
within the HEC-RAS Rain-on-Grid model. Findings showed that the adjusted GPM IMERG
Late Run V07 satellite precipitation product produced R² values of 0.7288 at the Kericho
station and 0.5568 at the Kisumu station. The corrected CHIRPS yielded R² values of 0.6411
at Kericho and 0.6245 at Kisumu. For modelling the flow during the MAM 2024 El Niño flood
event, an initial abstraction ratio of 0.05, the minimum Manning’s N value, and a 5% increase
in curve numbers for CN < 95 and 2% for CN ≥ 95 were adopted, resulting in a peak discharge
of 503.8 m³/s. The scenario with maximum infiltration, representing well-vegetated land with
primarily HSG A and B soils, demonstrated the lowest peak discharge of 238 m³/s and a
reduced runoff volume of 85 m³. The study found that the most effective flood risk management
strategy involves implementing nature-based solutions such as increasing forest cover,
effectively lowering the peak discharge and runoff volume in the Nyando River basin. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | ELIZABETH NYABOKE MOMANYI | en_US |
| dc.relation.ispartofseries | Water engineering;Cohort 9 | |
| dc.subject | CHIRPS, El Niño, GPM IMERG-Late run V07, HEC-RAS, MAM 2024, Nyando River basin, Rain-On-Grid | en_US |
| dc.title | Flood Risk Management using HEC-RAS Rain On-Grid Model for the 2024 March – April - May El-Nino Flood Event: A Case Study of Nyando River Basin, Kenya | en_US |
| dc.type | Master Thesis | en_US |